journal article·2024-02-17Open access

Splitting Tensile Test of ECC Functional Gradient Concrete with PVA Fiber Admixture

Yin Xu, Qiang Liu, Xiaoqiang Zhang, Xiaofeng Xu, Peng Liu

Coatings· Volume 14· Issue 2

Abstract

Engineered cementitious composite (ECC) functional gradient concrete has a promising application future, and its mechanical features are piquing the interest of researchers. The impacts of this strength class of concrete, interface reinforcement technique, ECC thickness (i.e., fiber dosage), and other factors on the splitting tensile strength qualities are explored using an experimental investigation of functional gradient concrete. The splitting tensile tests of 150 mm × 150 mm × 150 mm functional gradient concrete specimens were used to explore the link between concrete strength grade, interface reinforcing technique, and ECC thickness with polyvinyl alcohol (PVA) fiber additive and functional gradient concrete. The test results show that the splitting tensile strength of functional gradient concrete increases as the concrete strength grade increases; different interfacial treatments have a significant effect on the splitting tensile strength of functional gradient concrete; and the effect of ECC thickness change on the splitting tensile strength of functional gradient concrete shows different trends, which research can be used as an experimental reference for functional gradient concrete engineering applications.
Source: crossref · Quality: baseline

Research context

OpenAlex topics: Innovative concrete reinforcement materials · Structural Behavior of Reinforced Concrete · Concrete and Cement Materials Research

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Wuhan City College, Huangjia Dawan, Wuhan 430075, China

Wuhan United Investment Real Estate Co., Ltd., 399 Wenhua Avenue, Wuhan 430212, China

Jinan Municipal Engineering Design & Research Institute (Group) Co., Ltd., Jinan 250013, China

Hubei United Investment Group, 99 Zhongnan Road, Wuhan 430000, China

School of Civil Engineering, Central South University, 22 Shaoshan Road, Changsha 410075, China

National Engineering Research Center for High-Speed Railway Construction, Changsha 410075, China

Funding

Wuhan City College Teaching and Research Project · Scientific Research Project · National Natural Science Foundation of Chin · Science and Technology Research and Development Program Project of China Railway Group Limited · Natural Science Foundation for Distinguished Young Scholars of Hunan Province · Natural Science Foundation of Hunan Province of China · Hunan Science and Technology Plan Project

References (44)

Show source-provided references
1. A review on high-strength engineered cementitious composites (HS-ECC): Design, mechanical property and structural application10.1016/j.istruc.2021.10.036 ↗
2. Use of high strength, high ductility engineered cementitious composites (ECC) to enhance the flexural performance of reinforced concrete beams10.1016/j.jobe.2020.101746 ↗
3. Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)10.1016/j.engstruct.2021.113115 ↗
4. The greening of engineered cementitious composites (ECC): A review10.1016/j.conbuildmat.2022.126701 ↗
5. Effects of different mixing ratio parameters on mechanical properties of cost-effective green engineered cementitious composites (ECC)10.1016/j.conbuildmat.2022.127093 ↗
6. Direct tensile properties of engineered cementitious composites: A review10.1016/j.conbuildmat.2017.12.124 ↗
7. Experimental determination of crack-bridging constitutive relations of hybrid-fiber Strain-Hardening Cementitious Composites using digital image processing10.1016/j.conbuildmat.2018.03.185 ↗
8. Development of high-strength and high-ductility ECC with saturated multiple cracking based on the flaw effect of coarse river sand10.1061/(ASCE)MT.1943-5533.0003405 ↗
9. Influence of accelerated chloride corrosion on mechanical properties of sea sand ECC and damage evaluation method based on nondestructive testing10.1016/j.jobe.2022.105520 ↗
10. Experimental study and mechanics model of ECC-to-concrete bond interface under tensile loading10.1016/j.compstruct.2022.115203 ↗
11. Size effects on tensile properties and compressive strength of engineered cementitious composites10.1016/j.cemconcomp.2020.103691 ↗
12. Tensile size effect of engineered cementitious composites (ECC): Experimental and theoretical investigations10.1016/j.conbuildmat.2023.133053 ↗
13. Micro-structural and mechanical properties of ultra-high performance engineered cementitious composites (UHP-ECC) incorporation of recycled fine powder (RFP)10.1016/j.cemconres.2019.105813 ↗
14. An overview of factors influencing the properties of concrete incorporating construction and demolition wastes10.1016/j.conbuildmat.2023.130307 ↗
15. Machine learning and materials informatics approaches for evaluating the interfacial properties of fiber-reinforced composites10.1016/j.compstruct.2021.114328 ↗
16. Experimental investigation on properties of interface between concrete layers10.1016/j.conbuildmat.2018.04.114 ↗
17. Repair concrete structures with high-early-strength engineered cementitious composites (HES-ECC): Material design and interfacial behavior10.1016/j.jobe.2023.106060 ↗
18. A review of the recent research on the experimental tests of functionally graded sandwich panels
19. Effects of interface roughness and interface adhesion on new-to-old concrete bonding10.1016/j.conbuildmat.2017.05.049 ↗
20. Interfacial bond properties between normal strength concrete substrate and ultra-high performance concrete as a repair material10.1016/j.conbuildmat.2019.117431 ↗
21. Characterization of substrate-to-overlay interface bond in concrete repairs: A review10.1016/j.conbuildmat.2023.130828 ↗
22. Effects of Interface Orientations on Bond Strength between Old Conventional Concrete and New Self-Consolidating Concrete
23. Bond strength between concrete substrate and repair mortar: Effect of fibre stiffness and substrate surface roughness10.1016/j.cemconcomp.2020.103746 ↗
24. Highly accurate and automatic semantic segmentation of multiple cracks in engineered cementitious composites (ECC) under dual pre-modification deep-learning strategy10.1016/j.cemconres.2022.107066 ↗
25. Efficient prediction of the load-carrying capacity of ECC-strengthened RC beams—An extra-gradient boosting machine learning method10.1016/j.istruc.2023.105053 ↗
26. A fundamental method for prediction of failure of strain hardening cementitious composites without prior information10.1016/j.cemconcomp.2020.103745 ↗
27. Choo, J., Mohammed, B.S., Chen, P.S., Abdulkadir, I., and Yan, X. (2022). Modeling Optimizing the Effect of 3DPrinted Origami Bubble Aggregate on the Mechanical Deformation Properties of Rubberized, E.C.C. Buildings, 12.10.3390/buildings12122201 ↗
28. Reinforced high-strength engineered cementitious composite (ECC) columns under eccentric compression: Experiment and theoretical model10.1016/j.engstruct.2019.109541 ↗
29. Energy dissipation characteristics of all-grade polyethylene fiber-reinforced engineered cementitious composites (PE-ECC)10.1016/j.cemconcomp.2019.103459 ↗
30. Performance and composition analysis of engineered cementitious composite (ECC)–A review10.1016/j.jobe.2019.100851 ↗
31. Macroscopic and microstructural properties of engineered cementitious composites incorporating recycled concrete fines10.1016/j.cemconcomp.2016.12.013 ↗
32. Experimental study of some durability properties of ECC with a more environmentally sustainable rice husk ash and high tenacity polypropylene fibers10.1016/j.conbuildmat.2019.04.092 ↗
33. Enhancing long-term tensile performance of Engineered Cementitious Composites (ECC) using sustainable artificial geopolymer aggregates10.1016/j.cemconcomp.2022.104676 ↗
34. Review on the durability of eco-friendly engineering cementitious composite (ECC)
35. Long-term durability evaluation of fiber-reinforced ECC using wood-based cellulose nanocrystals10.1016/j.conbuildmat.2019.117754 ↗
36. (2019). Standard for Test Methods of Concrete Physical and Mechanical Properties (Standard No. GB/T 50081-2019).
37. Tensile stress-strain modeling of pseudostrain hardening cementitious composites10.1061/(ASCE)0899-1561(2000)12:2(147) ↗
38. Prediction of ECC tensile stress-strain curves based on modified fiber bridging relations considering fiber distribution characteristics10.12989/cac.2010.7.5.455 ↗
39. On engineered cementitious composites (ECC) a review of the material and its applications10.3151/jact.1.215 ↗
40. Development of green engineered cementitious composites with acceptable dynamic split resistance utilising recycled polymer fibres10.1016/j.conbuildmat.2024.134979 ↗
41. An experimental study on interfacial bond strength between hybrid engineered cementitious composite and concrete10.1016/j.conbuildmat.2022.129299 ↗
42. Effects of interface agent and cooling methods on the interfacial bonding performance of engineered cementitious composites (ECC) and existing concrete exposed to high temperature10.1016/j.conbuildmat.2023.131054 ↗
43. Study on the bonding properties of Engineered Cementitious Composites (ECC) and existing concrete exposed to high temperature10.1016/j.conbuildmat.2018.11.136 ↗
44. Influence of fiber orientation on the mechanical responses of engineering cementitious composite (ECC) under various loading conditions10.1016/j.jobe.2022.105518 ↗